Boundary:

The boundaries are the limits of the bridge structure itself, its abutments and ramped approaches from Bank Street on the east and James Craig Road on the west.

All addresses

Street Address

Suburb/town

LGA

Parish

County

Type

Bank Street, Victoria Road

Pyrmont

Sydney

Petersham

Cumberland

Primary Address

James Craig Road

Rozelle

Leichhardt

Alternate Address

Statement of significance:

The Glebe Island Bridge, across Johnstons Bay, is of state significance as it demonstrates one of the earliest examples of an electric-powered swing bridge in Australia. Technically, it is a complementary structure to the already acclaimed Pyrmont Swing Bridge, and has all the same significant features, including the electrically-driven swing span. Both bridges were designed by Percy Allan, a highly-regarded Australian bridge designer of the late 19th and early 20th century. Both represent the only examples of such types of bridges in New South Wales and are still operable.

Date significance updated: 23 Apr 13

Note: There are incomplete details for a number of items listed in NSW. The Heritage Division intends to develop or upgrade statements of significance and other information for these items as resources become available.

Description

Designer/Maker:

Percy Allan

Builder/Maker:

Bridges Branch of NSW Public works Department

Construction years:

1899-1903

Physical description:

The Glebe Island Bridge over Johnstons Bay is an electrically-operated, low-level, steel central swing-span road bridge. The central swing-span is supported by a massive pivot pier, founded on a nest of timber piles capped by concrete, on which it can rotate through ninety degrees to allow passage of maritime traffic. The approach spans are two steel deck on stone-faced piers and stone-lined abutments. The bridge includes constructed embankments on both sides of its western approach.

The bridge has an approach span at each end of 24.7m, two main spans of 29.3m and an overall length of 108m. The roadway is 12.2m wide between kerbs and has a 1.5m wide footway on each side. The central pivot in the waterway is protected by an extensive ring of timber piles. The swing span is mounted on a steel roller track on the cylindrical stone masonry and concrete pivot pier (13.9m high and 12.9m wide) and is swung by means of a 600 volt motor.

Traffic was controlled by lights and a pair of timber swing-gates on either end which were electronically interlocked to ensure that the bridge cannot open until the gates are closed.

The bridge includes a rare surviving operable Mercury-arc Rectifier, as well as some early silicon rectiifiers, installed in 1960 when the reticulated DC supply was discontinued. (NT, 2012)

Both Pyrmont and Glebe Island Bridges were electrically operated and could swing in 44 seconds, much faster than contemporary bridges in the world. Pyrmont Bridge, also designed by Percy Allen, has more numerous fixed spans of timber than Glebe Island Bridge where they are of steel supplemented by stone causeways.(Fraser, 1992). The swing-span of Glebe Island Bridge is smaller than that of Pyrmont.

High quality Pyrmont yellowblock sandstone is thought to be used for dimension stone and Pyrmont coloured sandstone on the abutment facing and causeway fill. (NT 2002)

Physical condition and/orArchaeological potential:

The Glebe Island Bridge was in good condition in December 1995. The ensuing years have seen little maintenance and the bridge has been left with the swing span in the open position. It is believed to now require extensive catch-up maintenance and repairs.

Date condition updated:24 Apr 13

Modifications and dates:

1936 abutments were underpinned
1944 Construction of a stairway to the control cabin
1955 Tram tracks and wood blocks replaced by Bitumen
1959 electrical modifications were made as Sydney County Council became the source
1982 Bridge control cabin destroyed by fire and replaced with modern electrics

No other modifications apart from upgrades to traffic signals and signage.

Further information:

Although superceded in operation as a Main Road bridge by the Anzac Bridge, the Glebe Island Bridge remains operable, with both approach roads open and available for future use.

Many Australian heritage bridges such as the Pyrmont Bridge have been adapted for pedestrian and cycle use. Today Pyrmont Bridge serves as a strategic link to the CBD despite initial attempts to demolish the structure as part of the Darling Harbour redevelopment in the late 1980s. Similarly, its twin possesses equal value as a strategic transport link from Glebe Island to the city. The Glebe Island Bridge's role as one of the five bridges route to the north west will once again become critical with the urban renewal of the Bays Precinct. (NT 2012)

Former use:

Road transport, maritime traffic corridor

History

Historical notes:

Sydney was declared a city in 1842 and was concentrated in the area currently occupied by the modern CBD. In the mid-1800s, it was a mix of commerce, retail, residences, manufacturing works and factories, with the Botanic Gardens and Domain to the east, port activities to the west and north and road outlets at its southern border leading to the inner western suburbs via the Parramatta Road, which was also the beginning of the Great Western Highway. By mid-century, it had become clear that a shorter route out of the city was available, across Johnstons Bay to the Glebe Island and on to Annandale.

The first Glebe Island Bridge was a private toll-bridge completed in 1862 and was a timber beam viaduct with a small, one arm, hand-cranked swing-span tucked into the Pyrmont shore. After 30 years, this bridge was in need of extensive repairs and the Colonial Government purchased the structure and the Public Works Department (PWD) began planning a replacement bridge.

The construction of the second bridge related also to a project commenced in the 1880s for the Five Bridges Route, to facilitate traffic flow from the city to the northern and western suburbs of the expanding city. Bridges were to be built or replaced at Pyrmont Bay, Glebe Island, Iron Cove, Gladesville and Fig Tree (until these bridges were built, the only access to the northern shore of the Harbour was by boat, punt or by road via Parramatta). For this project, the (old) Pyrmont Bridge and the (old) Glebe Island Bridge were purchased from their private owners and new bridges were built at Gladesville (1881), Iron Cove (1882) and Fig Tree (1885).

These completed, attention turned to replacement of the Pyrmont and Glebe Island Bridges. The Sydney Morning Herald reported in September, 1890:

"The Departmental Board appointed by the Minister for Public Works nearly a year ago to consider the desirability of constructing new bridges to replace the present Pyrmont and Glebe Island bridges ... has now furnished the Minister with a lengthy report on the subject. The Board has decided in favour of the construction of a new bridge adjoining the present Pyrmont Bridge. The structure recommended is an iron or steel superstructure on cast-iron cylinders, with a roadway 12ft, in width, and two 12ft. footpaths. ...With regard to the Glebe Island Bridge, the Board recommended the construction of a bridge close to the present one, of a character similar to the proposed Pyrmont Bridge, at a cost of (Pounds)140,000."

An international design competition for a new 'Pyrmont Bridge' was called in 1891. The Department of Public Works submitted a non-conforming design based upon a much larger bridge than specified in the design brief.

Prizes were awarded but no designs were selected and the proposal was deferred, largely owing to the economic downturn of the early 1890s but also owing to different opinions regarding the best approach. The Chief Engineer for Harbour and Rivers, C W Darley, favoured the construction of a new bridge - the Chief Engineer for Roads and Bridges, Robert Hickson, favoured the reclamation of Darling Harbour as far north as Bathurst Street and no replacement for the Pyrmont Bridge at all.

In 1894, the proposal was referred to the Parliamentary Standing Committee for Public Works (the Public Works Committee) and, reporting in June, the Committee favoured no particular scheme but recommended that, when renewal of Pyrmont and Glebe Island bridges became advisable, they should be replaced by timber structures.

On November 21, 1894, the Public Works Committee (reformed in the interim under a new government) recommended that Pyrmont Bridge be replaced by a timber bridge with steel swing-span, to cost (Pounds)82,500, and that Glebe Island Bridge did not require renewal. No funds were allocated, though and no action resulted. By 1897, however, the Committee had reconsidered its stance and recommended the replacement of the old Glebe Island Bridge with a stone causeway and a bridge with a steel swing-span, at a cost of (Pounds)89,100. Parliament voted the funding for these works in 1898 and detailed design work commenced in the Public Works Drawing Offices.

Design of the bridges was led by Percy Allan, who had been appointed Engineer-in-Chief for bridge design in 1896. His assistant engineer was E.M. De Burgh and the junior engineers were H H Dare, J J Bradfield and J W Roberts, all of whom went on to have distinguished careers in public works engineering. Bradfield had charge of the the team responsible for the substructure, foundations, abutments and retaining walls for both bridges. Tenders for the construction of both bridges (separate contracts) were invited in March, 1899.

For both sites, Allan designed an electrically-operated swing bridge, the earliest use of electrical power for this purpose in Australia. The bridges were considered very innovative at the time of their construction and attracted international attention. For the Glebe Island Bridge, the large pivot pier was founded on a nest of timber piles capped by concrete, whereas the Pyrmont pivot pier was founded on rock.

Construction commenced on the Glebe Island Bridge and Pyrmont Bridge at the same time but Glebe Island involved more extensive (and time-consuming) land resumptions, extensive waterfront reclamation and the construction of an elevated causeway across Glebe Island. Over 100,00 tons of mud was dredged to establish the causeway and the fill was obtained by cutting down what was left of the hillock of Glebe Island, producing 5.3 hectares (thirteen acres) of flat land for railway yards and 853 metres (2,800 feet) of deepwater frontage for wharfage. In August, 1899, a large load of ballast being placed for the causeway to the new bridge slipped sideways and crushed the piles of the old bridge, rendering it unfit for anything but pedestrian traffic for the following two weeks.

Construction of the trussed swing spans at each site was by simple cantilevering out from the steel pivot ring. Where timber trusses were used for the approaches of the Pyrmont Bridge, the Glebe Island Bridge used two steel deck trusses, then stone-faced embankments to reach each shore. The use of steel trusses for the approach spans had been part of Allan's original design for the Pyrmont Bridge but the Parliamentary Standing Committee on Public Works directed that this material be replaced with timber, presumably as a cost-cutting measure. When Glebe Island Bridge was built, Allan's original specification was reinstated (perhaps owing to the use of built-up embankments and shorter approach spans, providing a more economical outcome).

The contractor for construction was H McKenzie and Sons and the bridge was opened on 1 July 1903 by Miss Lily See, daughter of Premier, Sir John See.

The Glebe Island Bridge operated from 1903 to 1995 with little interruption and few major works, apart from maintenance, being undertaken. In 1933, the bridge underwent an underwater upgrade, with underpinning to replace decayed piles around the central pier. In 1961, the DC electricity supply from the Tramways system was shut down, as was the tramway system in Sydney. A new AC supply was obtained from the local reticulated network and a set of rectifiers was installed in a small kiosk erected on the north east side of the bridge. In the 1980s, the Control Cabin was burnt out and was subsequently rebuilt to the original design. (NT 2012)

In 1995 the bridge was decommissioned being made redundant with opening of the Anzac Bridge.

Historic themes

Australian theme (abbrev)

New South Wales theme

Local theme

3. Economy-Developing local, regional and national economies

Technology-Activities and processes associated with the knowledge or use of mechanical arts and applied sciences

Technologies of bridge building-

3. Economy-Developing local, regional and national economies

Technology-Activities and processes associated with the knowledge or use of mechanical arts and applied sciences

Technologies for adapting road transport to maritime systems-

3. Economy-Developing local, regional and national economies

Transport-Activities associated with the moving of people and goods from one place to another, and systems for the provision of such movements

Road Bridge-

8. Culture-Developing cultural institutions and ways of life

Creative endeavour-Activities associated with the production and performance of literary, artistic, architectural and other imaginative, interpretive or inventive works; and/or associated with the production and expression of cultural phenomena; and/or environments that have inspired such creative activities.

Assessment of significance

SHR Criteria a)[Historical significance]

Glebe Island Bridge has historic significance at the state level as it demonstrates one of the earliest examples of an electrical powered bridge of its type in Australia. The Glebe Island Bridge, along with Pyrmont Bridge, both designed by Percy Allan at the turn of the century were innovative in their day and attracted world-wide engineering interest, with Allan invited to present a paper on the design of its older twin, the Pyrmont Bridge, to the Institution of Civil Engineers in London in 1907.

The Glebe Island Bridge has been an important item of infrastructure in the history of Sydney, Australia's famous harbour city and the capital of New South Wales, for over 90 years. The bridge was a vital component of the 'five bridges' route from the city to the northern and western suburbs. The history of this crossing, going back to 1892, is closely associated with the economic and social development of Sydney at the end of the 19th century.

SHR Criteria b)[Associative significance]

Glebe Island Bridge is of state significance for its close associations with Percy Allan (1861-1930), a highly regarded Australian bridge designer of the late 19th and early 20th century. Percy Allan was responsible for the introduction of American timber bridge practice to NSW, and designed over 500 bridges in NSW. The bridge is also associated with JJC Bradfield (1867-1943), later known for his work on the Sydney Harbour Bridge.

It is associated with the NSW Department of Public Works, a highly regarded, prolific and historically significant organisation in the history of NSW.

SHR Criteria c)[Aesthetic significance]

Glebe Island Bridge is of state significance as its design and construction represented a significant technical achievement in the era that it was built. The bridge's innovative design included: the size of the swing span and speed of operation; development of steel bridge truss; caisson construction; design of the swing span bearing; and use of electric power.

The design of the Glebe Island Bridge represents the pinnacle of nineteenth century engineering and material technology, prior to the development of locally produced modern steel.

Aesthetically, the bridge is an impressive structure, sited in the middle of a wide and busy waterway, giving it landmark qualities that are apparent from numerous vantage points around Sydney Harbour.

SHR Criteria d)[Social significance]

The Glebe Island Bridge is valued by the Sydney community for its significant contribution to the social and commercial development of Sydney and the inner western suburbs, as demonstrated by the public statements and interest in its conservation demonstrated in the broad-ranging community consultation undertaken for the Bays Precinct by the NSW Government.(NT 2012).

SHR Criteria e)[Research potential]

The bridge is a fine example of late nineteenth and early twentieth century technology, and is almost completely in original condition. The combined structural, mechanical and electrical efficiency of the bridge established it as an epitome of well designed bridge building of the time.(DPWS, Jan 1999, p72)

SHR Criteria f)[Rarity]

Glebe Island Bridge is of state significance as it is one of only two examples of an electrically-operated steel swing bridge in New South Wales.

It is the second oldest (after its older twin, the Pyrmont Bridge) surviving bridge across a Sydney Harbour waterway. The two bridges remain the only large, electrically-operated swing spans in Australia.

The Bridge includes a rare surviving, operable Mercury-arc Rectifier, as well as some early silicon rectifiers, both of which were important early electrical technologies which have been superseded by solid-state technology. Mercury arc rectifiers are now rare outside of museum situations and only a very few remain in their original context in Australia. (NT, 2013)

SHR Criteria g)[Representativeness]

Glebe Island Bridge is of state significance as it features all the significant structural and technical features of a swing-span bridge.

It is an excellent example of one of the various types of opening bridges, which are the economical solution to constructing road bridges across navigable waterways, where high-level bridges are possible but unaffordable. Opening bridges have been a crucial factor in the economic development of NSW since the late nineteenth century, with its high-level of industrialisation but relatively low population levels on an international scale. (NT, 2013)

Integrity/Intactness:

The Glebe Island Bridge remains generally intact and in the form it was when closed to traffic on 3 December 1995. (NT 2012)